SW6170401 - The Crossings at Cumberland (2)

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GENERAL MOTES
1. DEVELOPER INFORMATION:
CUMBERLAND AR INVESTORS, LLC
4423 PHEASANT RIDGE ROAD, SUITE 301
ROANOKE, VA 24014
PHONE: [phone]
2. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL APPROVALS ON
THE JOB SITE AT ALL TIMES.
3. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF FAYETTEVILLE AND NCDOT STANDARDS AND
SPECIFICATIONS.
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE BOTH HORIZONTALLY AND VERTICALLY ALL
EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION (NC ONE CALL CENTER 1-800632-4949). COST TO
REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE CONTRACTOR. ANY LOCATION OF UNDERGROUND
UTILITIES AS SHOWN ARE BASED ON VISIBLE EVIDENCE AND DRAWINGS IF PROVIDED TO THE SURVEYOR.
LOCATION OF UNDERGROUND UTILITIES AND STRUCTURES MAY VAR), FROM LOCATIONS SHOWN HEREON, AND
ADDITIONAL BURIED UTILITIES MAY EXIST. CONTACT THE APPROPRIATE UTILITY COMPANIES FOR INFORMATION
REGARDING BURIED UTILITIES,
5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECONNECTION OF DISTURBED UTILITY SERVICES
ENCOUNTERED WITHIN 8 HOURS OF INTERRUPTED SERVICE. CONTRACTOR SHALL NOTIFY USERS 24 HOURS
PRIOR TO POSSIBLE INTERRUPTIONS OF SERVICE.
6. EXCEPT AS SPECIFICALLY STATED OR SHOWN, THE BASE SURVEY DOES NOT REPORT ANY OF THE FOLLOWING:
EASEMENTS, OTHER THAN THOSE VISIBLE DURING FIELD EXAMINATION OR AS IN DOCUMENTATION PROVIDED by
THE CLIENT OR ATTORNEY, BUILDING SETBACKS, RESTRICTIVE COVENANTS, ZONING OR LAND USE
REGULATIONS AND ANY FACTS THAT A TITLE SEARCH MAY DISCLOSE.
7. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.
8. PROPOSED BUILDING SETBACKS ARE AS SHOWN HEREON, IF NO SETBACKS ARE SPECIFIED, ANY STRUCTURES
OR IMPROVEMENTS PLACED ON THIS SUBJECT PROPERTY MUST COMPLY WITH RESTRICTIVE COVENANTS,
ZONING, DOCUMENTS OF RECORD GOVERNING SUCH IMPROVEMENTS AND ANY BINDING AGREEMENT BETWEEN;
THE DEVELOPER AND THE BUILDERIOWNER.
9. THERE ARE NO WETLANDS OR SURFACE WATERS ON SITE.
10. IF WETLAND AREAS ARE SHOWN ON THIS SUBJECT PROPERTY, THOSE AREAS WERE STAKED AND
DETERMINED TO BE SUCH BY OTHERS. THE SURVEYOR'S CERTIFICATION HEREON CERTIFIES TO THE LOCAT:ON'
OF THOSE AREAS, AS STAKED BY OTHERS, BUT LOCATED UNDER THIS SURVEYOR'S SUPERVISION AND PLATTED'
HEREON,
11.SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED DURING THIS
SURVEY. NO STATEMENT IS MADE CONCERNING THE EXISTENCE OF UNDERGROUND CONTAINERS, WHICH MAY
AFFECT THE USE OF THIS TRACT.
12.IF THE BASE SURVEY IS LABELED ",ZERO LOT LINE" THERE ARE, IN ADDITION TO OTHER EASEMENTS SHOWN,
MAINTENANCE EASEMENTS ON ALL INTERIOR LOT LINES, SAID EASEMENTS BEING 10 FEET IN WIDTH AND UNLESS
OTHERWISE NOTED, 5 FEET EACH SIDE OF SAID INTERIOR LOT LINE.
13. IF THE STREETS AND ROADS SHOWN ON THIS MAP ARE LABELED AS PRIVATE STREETS, THE FOLLOWING
NOTICE APPLIES TO THOSE STREETS: NO PUBLIC AGENCY IS PRESENTLY RESPONSIBLE FOR MAINTENANCE OF
THE PRIVATE STREETS SHOWN ON THIS PLAT. PRIVATE STREETS ARE FOR THE USE OF ALL OWNERS OF
PROPERTY WITHIN THIS SUBDIVISION, THEIR GUESTS AND ALL REPRESENTATIVES OF GOVERNMENTAL
AGENCIES FOR INGRESS AND EGRESS, AND FOR THE CONSTRUCTION, INSPECTION AND MAINTENANCE OF
PUBLIC STREETS, UTILITIES, AND DRAINAGE STRUCTURES. THE STREETS ARE THE SOLE RESPONSIBIILITY OF
THE DEVELOPER AND/OR HOMEOWNERS ASSOCIATION,
14.CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS AND GRADES IN FIELD AND NOTIFY ENGINEER OF ANY
DISCREPANCIES PRIOR TO ANY CONSTRUCTION OR GRADING ACTIVITY.
15.CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT
POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. PROPERTY IRONS, MONUMENTS, ARID OTHER
PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR SHALL BE REPLACED BY A
PROFESSIONAL LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.
16.CONTRACTOR SHALL INSTALL AND MAINTAIN MEASURES AS NECESSARY DURING CONSTRUCTION FOR
EROSION AND SEDIMENTATION CONTROL AND SHALL AT ALL TIMES ADHERE TO THE EROSION AND
SEDIMENTATION LAWS AS PRESCRIBED BY THE NC DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
17.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CUMBERLAND COUNTY, AND NCDOT
STANDARDS AND SPECIFICATIONS.
18.00CUPATIONAL SAFETY & HEALTH ADMINISTRATION REGULATIONS (OSHA): CONTRACTOR SHALL ENSURE ALL
CONSTRUCTION ACTIVITIES PROCEED ACCORDING TO THE LATEST OSHA GUIDELINES.
19.CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL.
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UTILITY NOTES
1. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION REGULATIONS (OSHA): CONTRACTOR SHALL ENSURE ALL CONSTRUCTION AND EXCAVATION ACTIVITIES PROCEED
ACCORDING TO THE LATEST OSHA GUIDELINES.
2. UTILITY LOCATIONS:
A. NOT ALL EXISTING UTILITIES ARE SHOWN ON THE PLAN. THE CONTRACTOR IS RESPONSIBLE FOR LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. CALL
CAROLINA ONE CALL (PHONE 811) 48 HOURS PRIOR TO EXCAVATION.
B. COORDINATE WITH UTILITY OWNERS FOR LOCATION OF EXISTING UTILITIES AND WORK WITH THEM TO REMOVE CONFLICTS.
C. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES BEFORE CONSTRUCTION BEGINS AND COORDINATE WITH THE ENGINEER FOR CHANGES TO THE SEWER
LINE LOCATION AND, OR UTILITIES, IF CHANGES ARE NEEDED, PLANS MUST BE APPROVED BY THE APPROPRIATE AGENCY.
D. LOCATION AND ELEVATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS ARE APPROXIMATE.
3. ALL MATERIALS FURNISHED AND WORK PERFORMED SHALL BE IN CONFORMANCE WITH NCDOT ANDIOR PUBLIC WORKS COMMISSION.
4. NOT ALL FITTINGS AND VALVES ARE SHOWN ON THE PLANS. CONTRACTOR SHALL INSTALL ALL FITTINGS AND AND VALVES AS REQUIRED TO MEET THE PUBLIC WORKS
COMMISSION STANDARDS„
5. 42" MINIMUM COVER SHALL BE PROVIDED OVER ALL WATER MAINS UNLESS SHOWN OTHERWISE.
6, THE CONTRACTOR SHALL PROVIDE THRUST BLOCKING AT BENDS AND TEES PER PUBLIC WORKS COMMISSION STANDARDS
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION OF EXISTING UTILITIES IF REQUIRED DURING INSTALLATION OF NEW WORK.
GENERAL SITE NOTES
1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC. THAT MAY BE REQUIRED,
2. THE. CONTRACTOR SHALL NOTE THAT THE (DRAWINGS ARE SCHEMATIC IN NATURE AND DO NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC.
THAT MAY BE REQUIRED FOR A COMPLETE AND WORKING SYSTEM.
3. THE ENGINEER AND 1 OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET
FORTH IN THESE PLANS.
4. CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR. TO CONCEALMENT.
DRAWINGS SHALL BE GIVEN TO THE ENGINEER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE OWNER.
5. IF DEPARTURES FROM THE SPECIFICATION OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND
REASONS THEREOF SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE
WITHOUT THE WRITTEN PERMISSION OF THE OWNER.
6. THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM,
HIS EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS.
7. GEOTEXTILE FABRIC SHALL BE APPROVED BY ENGINEER,
EXISTING
COVER SHEET
C-01
EXIST. CONDITIONS / DEMO PLAN
C-02
CATCH BASIN
-
GRADING & DRAINAGE PLAN
CONCRETE MONUMENT
1
123
CONTOURS
C-06
SANITARY SEWER PLAN / PROFILES
CONTROL CORNER
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SANITARY SEWER PLAN PROFILES
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DRAINAGE SWALE
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DROP INLET
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DETAILSC-12 SEWER
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SANITARY SEWER CLEAR/ OUT
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SANITARY SEWER MH
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SPOT ELEVATIONS
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STORM DRAIN .JUNCTION BOX
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WATER METER
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WATER REDUCER
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WATER TEE
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ABBREVIATIONS
ADA = AMERICAN WITH
DISABILITIES ACT
CB = CATCH BASIN
CL = CENTER LIME
DI = DROP INLET
DIP = DUCTILE IRON PIPE
EIP = EXISTING IRON PIPE
ER = EXISTING REBAR
EX = EXISTING
FEMA = FEDERAL EMERGENCY
MANAGEMENT AGENCY
FES = FLARED END SECTION
FFE = FINISHED FLOOR ELEVATION
FH = FIRE HYDRANT
GL = GUTTER LINE
INV = INVERT ELEVATION
JB = JUNCTION BOX
LF = LINEAR FEET
MH = MANHOLE
OSHA = OCCUPATIONAL SAFETY &
HEALTH ADMINISTRATION
PROP = PROPOSED
PVC = POLYVINYL CHLORIDE
RCP = REINFORCED CONCRETE
PIPE
R1W = RIGHT-OF-WAY
SR = SET REBAR
SS = SANITARY SEWER
STA = STATION
YI = YARD INLET
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COVER SHEET
C-01
EXIST. CONDITIONS / DEMO PLAN
C-02
SITE PLAN
C-03
GRADING & DRAINAGE PLAN
C-04
WATER aSEWER PLAN
C-05
EROSION & SEDIMENT CONTROL PLAN
C-06
SANITARY SEWER PLAN / PROFILES
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SANITARY SEWER PLAN PROFILES
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C-08
PLAN/ PROFILE
iPROFILE
C-10
W-3 PLAN I PROFILE
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IO 1 R MANAGEMENT DETAILS
DETAILSC-12 SEWER
4 i .. DETAILS 1
WATER
GRINDERi • DETAILS
GENERAL , • DETAILS
L-01
LANDSCAPING PLAN
LANDSCAPING DETAILS
IRR -01
rrn_ . O , PLAN
IRR -02
IRRIGATION DETAILS
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ABBREVIATIONS
ADA = AMERICAN WITH
DISABILITIES ACT
CB = CATCH BASIN
CL = CENTER LIME
DI = DROP INLET
DIP = DUCTILE IRON PIPE
EIP = EXISTING IRON PIPE
ER = EXISTING REBAR
EX = EXISTING
FEMA = FEDERAL EMERGENCY
MANAGEMENT AGENCY
FES = FLARED END SECTION
FFE = FINISHED FLOOR ELEVATION
FH = FIRE HYDRANT
GL = GUTTER LINE
INV = INVERT ELEVATION
JB = JUNCTION BOX
LF = LINEAR FEET
MH = MANHOLE
OSHA = OCCUPATIONAL SAFETY &
HEALTH ADMINISTRATION
PROP = PROPOSED
PVC = POLYVINYL CHLORIDE
RCP = REINFORCED CONCRETE
PIPE
R1W = RIGHT-OF-WAY
SR = SET REBAR
SS = SANITARY SEWER
STA = STATION
YI = YARD INLET
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CONTACT.-
4423.PHEASANT RIDGERD, SW
SUITE 301
ROANOKE, TTA 24014
[phone]
Project:
fax id : 9494 -96 -1873 -
township: Rockfish
county: Cumberland
state: NC
job P16-120
date: 03/30/17
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survey by: JTR
checked by: JN
sheet no.:

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STANDARD COLORS (ALL SIGNS):
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SEE SHEETS L01, L02 FOR LANDSCAPING AND IRRIGATION PLANS
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THIS DRAWING HAS NOT BEEN REVIEWED BY ANY
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT OR OTHER
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THIS DRAWING HAS NOT BEEN REVIEWED BY ANY
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Owner:
CUMBERLANDAR
INVESTORS, LLC
CONTACT. -
4423 P11EASANT RIDGE RD, SW
SUITE 301
ROANOKE, VA 24014
Project -
THE
CROSSINGS
AT
tax id #: 9494 -96 -1873 -
township: Rockfish
county: Cumberland
state: NC
UU,
CONSTRUCTION
DOCUMENTS
job no.: P16-120
date: 03/30/17
drawn by: JN
survey by: JTR
checked by: JN
sheet no.:
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Owner:
CUMBERLANDAR
INVESTORS, LLC
CONTACT. -
4423 P11EASANT RIDGE RD, SW
SUITE 301
ROANOKE, VA 24014
Project -
THE
CROSSINGS
AT
tax id #: 9494 -96 -1873 -
township: Rockfish
county: Cumberland
state: NC
UU,
CONSTRUCTION
DOCUMENTS
job no.: P16-120
date: 03/30/17
drawn by: JN
survey by: JTR
checked by: JN
sheet no.:

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STORM DRAINAGE NOTES V) i EX FH EX WM
SR 1111 1 � 'ROCKF ISH ROAD) 60'RIW EX WM
1. ALL PIPE SLOPES AND LENGTHS ARE HORIZONTAL -EX 16" DIP WATE AIN EX 16" DIP WATER MAIN IV6
EW- EW- EW EW T
DISTANCES TO CENTER OF STRUCTURE. EW- EW EW ET- FW- EW- EW-- EW- EW-- EW--- EW EW- EW- EW EW-- EW EW
2. CONTRACTOR SHALL REMOVE ALL SEDIMENT FROM BASIN 18 I_ EX WV
UPON COMPLETION OF CONSTRUCTION. EX0P DE ADE DRAIN 91
/-R LO
3. SEE EROSION CONTROL PLAN (SHEET C05) FOR RIP RAP 11% 0 0.15X
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OUTLET CONTROL DIMENSIONS AND SPECIFICATIONS. co C14
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DEDICATED R EDIC �D ROW
GENERAL SITE NOTES 7, 1-1, -77170p- t .1 A-1 q
1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALLINV-1 82.54
INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC, THAT MAY 0 .®8
BE REQUIRED.
2. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE RIP RAPlNnL BASIN #2 OU
SCHEMATIC IN NATURE AND DO NOT SHOW EVERY OFFSET, BORE #5 R07ECII
-Z I A -Z: -
TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED FOR A SHWT 76.59
PERMIT REVIEW SE
MAX DEPTH -178.59 DROPOSED T
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COMPLETE AND WORKING SYSTEM.
ENT SIGv
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3. THE ENGINEER AND / OR OWNER DISCLAIM ANY ROLE IN SP 07) RIP RAP
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OU
THE CONSTRUCTION MEANS AND METHODS ASSOCIATED PRO IEN
WITH THE PROJECT AS SET FORTH IN THESE PLANS.
4. CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF 0
-
DRAWINGS TO RECORD THE EXACT LOCATION OF ALL W W r
MA GUERITE
PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
BU HOLDER
GIVEN TO THE ENGINEER UPON COMPLETION OF THE --w ---w -W -W -W -W W -W -W -W -W -W
y NED
RR
PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO 0
THE OWNER. z
5. IF DEPARTURES FROM THE SPECIFICATION OR DRAWINGS N
M
ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS 6b)
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OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
SUBMITTED TO THE ENGINEER FOR REVIEW. NO dv
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DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE
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MADE WITHOUT THE WRITTEN PERMISSION OF THE OWNER. r
6. THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE
PREMISES FREE FROM ACCUMULATIONS OF WASTE oof
MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES
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OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE I
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PROJECT SITE ON A DAILY BASIS. 76 7, to
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7. GEOTEXTILE FABRIC SHALL BE APPRVED BY ENGINEER. 4 B
8. CONTRACTOR TO PROVIDE PERMANENT GROUND COVER AT 18VOCI-12 HDPE
A MINIMUM PER PERMANENT SEEDING SCHEDULE ON SHEET 0
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C-15. RAIN NTOPA.
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BARBARA M. JOHNSON
9. ROOF DRAIN ON EXTERIOR OF BUILDING TO DRAIN ON TO ZONED RR -182.0
SPLASH PAD ON GROUND, CONNECT COURTYARD ROOF Owner:
R �RF A�F)
DRAINS USING ADS ROOF DRAIN CONNECTIONS AS SHOWN.
< MAX DEPTH -178.82
SEE ARCHITECTURAL PLANS FOR DOWNSPOUT LOCATIONS. Ksot-10.215in/hr COMB ND
AND DRAIN BA 4
10. POTENTIAL CONFLICT LOCATION. SITE I I
CONTRACTOR TOP -182.00 FMI V"y I INVESTORS, LLC
PLUMBING CONTRACTOR TO VERIFY ADEQUATE CLEARANCE A RIP MAX DEPTH\ -1 77.52
i OUTW
AT CROSSING. SPECIAL CARE SHOULD BE TAKEN TO I BUILD NG PROTEC"n Ksot-10,822in/h;-
• ENSURE PIPE ARE LAID AT DESIGN GRADES. AP Ee El m- F FES -3
INFIL BASIN4 r
CONTACT:
-16 DIP 4423PHF,4SANTRIDGE RD, SW
Ul- SUITE 301
MP-182.00
ox ROANOKE, VA 24014
INV -178.97 [phone]
INV -1 Za-33
r BARBARA M. JOHNSON Projecf3 PAIS:
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MAX DEPTH -178.47
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LEGEND
EXISTING PROPOSED
DENOTES REBAR OR BREAK IN LINE 0
CONCRETE MONUMENT ❑
WATER METER
GATE VALVE X
WATER LINE -EW- -W-
FIRE HYDRANT ZXI X-11
SPOT ELEVATION (EOP) �Xx
SPOT ELEVATION (BOC)
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN OUT
SANITARY SEWER MAIN ---ss- -SS-
CATCH BASIN
DROP INLET ❑ El
STORM DRAIN MANHOLE OD G
STORM DRAIN PIPE ammmm
GAS LINE -0- -GAS-
FIBER OPTICS -FO
STORM FORCE MAIN -EX FM -
OVERHEAD UTILITY LINE -OUP-
mmi Y" :.
O
13
1 INCH = 40 FEET
HORIZONTAL
job no.: P16-120
date: 03/30/17
drawn by: JN
survey by: JTR
f
mmi Y" :.
O
13
1 INCH = 40 FEET
HORIZONTAL
job no.: P16-120
date: 03/30/17
drawn by: JN
survey by: JTR

0
IV
; 11,0001,AX-4,
iNEX THAMES
16"x8"TAPPING RJPC 11, LLC LIFE ESTATE
SADDLE & VALVE ZONED C2(P)
STA- ZONED R10
CONTRACTOR TO
VERIFY DEPTH &
LOCATION 15LZ QQ' RVvv EX FH
. . . . . . . . . .
-771777M ­MAI� EX 16
11A E
E W E VV W
0 EW-- EW EW- EW Eli`
BORE & JACK
16"G PIPSTEEEL
SIN
'A
---------- - - -------- -
----- - - 82 END STAIR_
-+60
_DV
6JETTER RO�W777/7/7/7/7�
717
END CANE G P I P
S A 0+60
ASSEMBLY CL
FIRE HYDRANT
A
19z CD STA 0+88.48
ASSEMBLY
A 3+41,47
PgN EW
LUCILLE
BUNNELL
ZONED R10
EX WM
EW- EW
r_0R_(_
__QXI5L._EOP
3+ 23 55 / 1 1
LEGEND
GAS C,
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PROPOSED
DENOTES RE AR
OR BREAK IN LINE
0
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El
.
C-1 3-
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0- 0
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SPOT ELEVATION
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0
�Xx
SPOT ELEVATION
(BOC)
SANITARY SEWER
MANHOLE
1-175,26
iNEX THAMES
16"x8"TAPPING RJPC 11, LLC LIFE ESTATE
SADDLE & VALVE ZONED C2(P)
STA- ZONED R10
CONTRACTOR TO
VERIFY DEPTH &
LOCATION 15LZ QQ' RVvv EX FH
. . . . . . . . . .
-771777M ­MAI� EX 16
11A E
E W E VV W
0 EW-- EW EW- EW Eli`
BORE & JACK
16"G PIPSTEEEL
SIN
'A
---------- - - -------- -
----- - - 82 END STAIR_
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ASSEMBLY CL
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180.61
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- - -
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80- --STA.2+43.28
STA.4+60,63
TOP -180.00
SSMH-1
STA.0+25.94
-TOP-180.00
TOP -180.00
IN -173.32
OUT-173.27OUT-174.19
GRAPHIC SCALE
IN -174.24
PRELIMINARY.
0 25 50 100
IN -172.40
OUT -172.35
DO NOT USE FOR CONSTRUCTION
THIS DRAWING HAS NOT BEEN REVIEWED BY ANY
-13
8.6
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH ANY
A
')'EWER CONNECTION INSET
HORIZONTAL
APPLICABLE LAND DEVELOPMENT OR OTHER
REGULATIONS.
SCALE: I"=30'
>
PROP. GASG�
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G S
%
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SANITARY SEWER MAIN _SS_ _SS_
CATCH BASIN Wi
DROP INLET El 0
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S
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175.99 S�l �RPZ
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L-_----- --------------------------
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- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
SSMH-2
- - - - - - - - - - - - - - - - -
SSMH-3
80- --STA.2+43.28
STA.4+60,63
TOP -180.00
SSMH-1
STA.0+25.94
-TOP-180.00
TOP -180.00
IN -173.32
OUT-173.27OUT-174.19
GRAPHIC SCALE
IN -174.24
PRELIMINARY.
0 25 50 100
IN -172.40
OUT -172.35
DO NOT USE FOR CONSTRUCTION
THIS DRAWING HAS NOT BEEN REVIEWED BY ANY
1 INCH = 50 FEET
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH ANY
HORIZONTAL
APPLICABLE LAND DEVELOPMENT OR OTHER
REGULATIONS.
-IBI-
00,
H-4
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-180.00
175.99 S�l �RPZ
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GAS GAS w GAS - GAS GAS GAS
8 . x4 TEE
4"G
V_
STA 1+61,25
L-_----- --------------------------
0
1 +00 TDM TE OLES11C LINE
J M LE AU T
-?6=900,N WATER MAIN
8�1
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Owner:
CUMBERLANDAR
INVESTORS, LLC
CA
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STA 1+61.28
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20 R----_..-- 8%4" E
8"X8"TEE EASEMENT (W 4
TA 0- I STA 1+3 .19
8"GV
STA 0+15
tax id #: 9494 -96 -1873 -
township: Rockfish
county: Cumberland
state: NC
k
job no.: P16-120
date: 03/30/17
drawn by: JN
survey by: JTR
checked by: Ji"I
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CUMBERLANDAR
INVESTORS, LLC
CA
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8"X8"TEE EASEMENT (W 4
TA 0- I STA 1+3 .19
8"GV
STA 0+15
tax id #: 9494 -96 -1873 -
township: Rockfish
county: Cumberland
state: NC
k
job no.: P16-120
date: 03/30/17
drawn by: JN
survey by: JTR
checked by: Ji"I

I,4'.now what's below.
Call before you dig.
E E VIL- E
EX WV
E k sJ
EXIST. EOP
00
J
-EXIST. EOP
8 2 Ar
1, 3 185,
82---
--7
10' DEDICATED ROW %'D W,
V
77
AN
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ZSTA 3+41.47
LID
I dU::;
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LO U-
N 0
+ LI -4
4+00
W
—W —W --TWC--7WW-A-7fff�FM­AIN W - W -W
--------------------------------------
FIRE HYDRA
ASSEMBLY
STA 0+88.48
IEEE
•■
•
■
V
W-2 PLAN / PROFILE
SCALE: I"=30'
cc V)
�AQIQ
.. .. W W
'ER MAIN
------------
ONED
R R
0+00 1+00 2+00
3+00 4+00
PRELIMINARY
DO NOT USE FOR CONSTRUCTION
THIS DRAWING HAS NOT BEEN REVIEWED BY ANY
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT OR OTHER
REGULATIONS.
5+00
84
82
78
76
74
72
6+00
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4 '0
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4+00
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--------------------------------------
FIRE HYDRA
ASSEMBLY
STA 0+88.48
IEEE
•■
•
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V
W-2 PLAN / PROFILE
SCALE: I"=30'
cc V)
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.. .. W W
'ER MAIN
------------
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R R
0+00 1+00 2+00
3+00 4+00
PRELIMINARY
DO NOT USE FOR CONSTRUCTION
THIS DRAWING HAS NOT BEEN REVIEWED BY ANY
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT OR OTHER
REGULATIONS.
5+00
84
82
78
76
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--------------------------------------
FIRE HYDRA
ASSEMBLY
STA 0+88.48
IEEE
•■
•
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W-2 PLAN / PROFILE
SCALE: I"=30'
cc V)
�AQIQ
.. .. W W
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0+00 1+00 2+00
3+00 4+00
PRELIMINARY
DO NOT USE FOR CONSTRUCTION
THIS DRAWING HAS NOT BEEN REVIEWED BY ANY
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT OR OTHER
REGULATIONS.
5+00
84
82
78
76
74
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6+00
AL
t4
A
PERMIT REVIEW SET
a
C3
0
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Owner:
CUMBERLANDAR
INVESTORS, LLC
CONTACT
4423 PHEASANT RIDGE RD, SW
SUITE 301
ROANOKE, VA 24014
[phone]
Project:
tax id #: 9494 -96 -1873 -
township: Rockfish
county: Cumberland
state: NC
0, W
CONSTRUCTION
DOCUMENTS
job no.* P16-120
date: 03/30/17
drawn by: JN
survey by: JTR
M, =�
CLS Lco"
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Owner:
CUMBERLANDAR
INVESTORS, LLC
CONTACT
4423 PHEASANT RIDGE RD, SW
SUITE 301
ROANOKE, VA 24014
[phone]
Project:
tax id #: 9494 -96 -1873 -
township: Rockfish
county: Cumberland
state: NC
0, W
CONSTRUCTION
DOCUMENTS
job no.* P16-120
date: 03/30/17
drawn by: JN
survey by: JTR
M, =�

Know what's below.
Call before you dij
0
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184
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184
182
180
178
176
174
172
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APPLICABLE LAND DEVELOPMENT OR OTHER
REGULATIONS.
W-4 PLAN / PROFIL
1+00
184
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17/4
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THE
CROSSINGS
AT
CONSTRUCTION
DOCUMENTS
job no.: P16-120
date: 03/30/17
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THE
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AT
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DOCUMENTS
job no.: P16-120
date: 03/30/17

,92b)
Catch Basin
Sediment Capture Device
Kee, t)agiaTech h ase xs fi^ez:'q felt'
it-, ot, Jo0,ing fora cosi-clToem'c:
easy "it to :;top,Mh and si dintent From
ciiljnng Crich ba5ins(11) CC3]}S1U}4 LlFSrr Sn.E J.
i stick is the s` sl' • n c , 1 c. l
S lr un} .. and rnnrri 11 �a
' e..
snludnnte prevent clogging of catch brtsiits:
Stltsack is a sedirucitt control sIex•i.•e used
to pre; --'err silt and szdiinetit front eitieiuig />;�•,:>, :i ;
your dI llrkle;e Si Stein b�' catching Tire silt ���'��•� � "�` �+' <�
w S f
arid sediment vlute alimt-it tl, , ixate} to"}ss
kk
w,t
through *I reel, Siltsack a be used 1
itro } t s k air as ,
�Q
Ix• or eemxlan nedu .nt control p
I"Ill'1� 5 tiC C 1 :;% ref,:
die%ice to prev exit 1 tlltri� of hour drain-
au s�� icni duc to (Aon t,iul:: It niust arc u
inaintairiod on a rcgnktl basis to function
propehly,
lltsi} 1. is t3relalablc in both hlrih-nc; tz orix
n;gularfow :'l,wodifiW Siliw,wly istllso
n
ih 1T1 111. } s nu Ll "' lr r ..
r a a -b t , �nrbcp,. ?,du r,,ld
,etiached 10I-C'MInt ,clilt'111aInd dzhris
fTdlnTt�ntt mil; LhTcstlgh c.uib (tpculllgS.
"T
t1 'eft t y» 1 , _ . i. 1, I..af'rrE<'3{"1ia3.
.pec cat onspa�L. ,, I ls,f4k 5 a Lli.r Ih
produkl t cicsigucd Ica Sar t; thric acrd rrioncx Aernlabla in,3 atc-lcs It, T11W 3'eur
ROL[Lirr4 rnspecltein Of a-$Iltsi}�h 54Crti�i,,u:t e- High Ilov,
scrliricnl i^rel is irx7lrcwaril. to prc>vni - Regular tlom
rKmc ink around Yorrn drains We t+x om-
dienddlc 11al1.ai,ing lrininl,2tnancc schodntc: Ar6d les Simply
a Rt m1o4J Grain graic
it Unch Silisnck should he firspccted a Inscrl 4ilwc< k
afar every imlior r in event * It plarc gr,1tc to hold Srhsrrck
In position
• If there have bdenIto nuiljoreteats: f 5il1{rrek Int ") silt:
Siltsackshould beinspected eve€;; 11,.1nt>ycr-fittutSihsntkc.5,silg
2-3 weeks. a cloall and rrt&u or sirrrply
riL{v.rrcl:ralc! f>_I,l�.c
* Tire s�ellow restrmnr cord should be
Visible at all times. If the cold is
covered with sedmtem, the Siltstck
sliould be etnplieed.
Typical Siitsac `.> Cons#fu timri
INSERT I' REAM
FOR iddt R1110VAL
FROM INLET
(@CsR WT IKCLWED)
0
slftsaF1 "" spe0 ir. i loo
or 8111'$AbK' High Fides
Control of Sediment Eat4e€'tnq Catch Basins
properly Test Mathod Units Test Results
IStormwater10anagemeritt
SEEDING
Ito Description
Furrt a ASTM 0-493-1 It&: 1?1
TEIMPORANY SEEDING' F. -.F
P.`ta::^,a?ss. ..... .1 2n
auditions. anoa &vkdInof ft niod appolidab plord
E c =. F".
- , t : _ .-w . } •tet t e -
Annual d i Waste
Gannon T
A kJ ' Mal 6l 7-4751
ondbat
rL,5l rvJt- t {TIA D 4491 al- .set.-;' 200
dr<ruin. y. mAilticnt wYgrdol ck4 Tf,c i5
BEEBM NOTM
SEEDING DATE$
sMountains
SEEDING DATESa
- May
..,,.,
26WFeb. May Is
�r�'.'.l it31`L3Ib'f I1 �itick� 1"(`Jtif7[1 hfj l 71%'FIfc7..<�`�?
z 4't[uro,Yllff-t#,ti-sYr;Mi`F Fera 804-.' -. 39
3.0 C ous('ruction Srquenre
ri4rii.Yn frrtrirv>'au}�ta:;�F.ccnr
May
MESSES, PREF
3.1 �C77C77(1
Coastal Plain - Dec. I - Apr. IS
SOIL AMENDMENTS
f
SO,.;.
r�
sib inches of tha sack outside tide friend. Ttbis is
.y
the urea ul (ha l iGa straps. Pelal<kc:e Qte I e iss ruler
ovabbb. tabu adwaWoolod as o" A rgtd. Applionfieli fated waII l hot
IN; .eiGk in g12u i..
7 1 T �. 1 f ni � l lh'
�.. 7 1 sl'k h, li t. rrl n ( Lu 1 n7 1 5..,4 i
1 C 5 i 5 1 li 1C Ta.4 P
In _
{l'ji lnnr ,d lVoWn pt114pTi1ly4=l ira faL (}tLXtll (, 111d
,3,1,2 Alfi;;.r1 ilio rosimiul cord is nolt7s1„ Y �'i41 x%14. ;riil S,t[1•_ Is
SCaynbl a dloubir: A cudlc li achi}4., ({sing a Irigh
-
rl
byaalmplingwith utnukdtanchoring Ind. itdlnkY&6 i
1 x
_re
- -i.
nbnrpratpLnccthroughtheliftrncleo scmCactiside�f
basinccatch or CtIfTp inlet. Siltsack will liine the
s
1k111©rvin, feitulds: two dttltip straps attached at the
Railortifive the li lowhuit ,mil Will 60 Maine rditMon. Raped as
L
Wowth requitant. May, be matitsid aady once a year. Maine a notat
t
4<
to be used to lift 5iltsack from the, basin: Siltsack shidl
4
Lm e a restr nd cord appr(t_xiinauky lutl(ti\ tip the sack
1t,CatltlfGlCd It}itiC.t)itliCtfYi t}i�1li a.�ttj ti Cld hti lh.S ti lir
LLi liL'L 1114`•.ItlC5i144 tylTtarn (114 CciLC1A 1i7.]Itt lxalls, illis
p
I.ItI tiltsnck 1"rom diC. bolic'm and empl}' 111c contends,
TEMPORAIRY SEEMING MCOSINIENDATMIS FOR
FALL
Cdcnnoulaudrinz. RcaJnn iitsticktrrfi eiiglrc}isltipe
l'1.;. s;iuk h1141nI,,t. bC t:ipplk4`K3. ()iit c tbc, c4)rd is co,,ci c(I
e[1ci,plE§CU hdc'>S'ttlli}C bot<tri,
iM'Ith t4:d 77TY4?11I, 1.,.71t`.-.'..{.y^1C g1Y(jl}i(1 x0.1 Grllptlf:C)('7C;i 17(:(1. iltid
Id-
" ENG
3,3 .5 Ciltmck is itinsaltte. One the constnicuon cycle is
, ak
1
Propesack Regular Flow
: iltsarck should be stored out of sunlight rind# next rise.
r, y Test Method 11111x5 Tea t'.OSalts
Fr6lratT
a;
C'm T tuk, ASTM D 462 Sb<_. 255
SEEDING DATES
Gro F.Inriaaifnn ASTM D.1,532 '3i I:;
-
fsir,;uYe ASTM 0.4P?3 %ta.. 143.
4.1 j.. yinol t far 111$lltsacks used dtt frig arirsuuctton is
'Mullen 3k:rs[. r;STMD373c Q.S.I. A>'
30
Trym,, id A&Tf:! D 83 ;!:& 1212 125
5ia::
Ow- .#
tt#niauci once of 5 itsaek also to bcilrGla 1x.13 in l rte
t1.CS SING 7 4 JS $i.',a y.
price.
ha Rae 1,71-h! P lQ-.. ldknrP" SIi
Kolw told ittlecriL
$OIL AMENDMENTS
NGRBE PLANTS
S,uppleammtal lulastion can bovoty holdul in leasing adequate winds In diyameorae
,a
orb Spendd Motfuldtnw. Wintaratiobilibin isbantualboomaluffir
el Prerfo[ I craWAug. 15, odd 25 bhoore
onaa4 dtsllaviord aa4d.boom
rpfgr9o-
..a
SIMMS SATIM
MAINTENANCE
-Feb. 16 -Attu. 20 0xiaQ Feb. 16- Apr. 30f Irley
a� f O
k-
cmgaban bow malaWbefavetolyatrPont planning. In tmadodamanbir
fabin as d mase ...: ty mpahaand manad lapallhin to same aiaar»r, It
ML AMENDMENTS
pmdbh
Apldlf I ms and forlborecoleding.. to all tents. or 9" 3000-OOM
blonvin ground soWturall 1' am (use the loweir onto an sandy
%mitaidlog standhaelnsdoquatoowxdaidat cholai dfp4ia1raidelilloand
0
slftsaF1 "" spe0 ir. i loo
or 8111'$AbK' High Fides
Control of Sediment Eat4e€'tnq Catch Basins
properly Test Mathod Units Test Results
IStormwater10anagemeritt
Gtab ASTM -1-4n2 It:.. 2;Ex275
Grab E tete ' c ASs f,1 J4,13:"'. k 23x15
Ito Description
Furrt a ASTM 0-493-1 It&: 1?1
TEIMPORANY SEEDING' F. -.F
P.`ta::^,a?ss. ..... .1 2n
auditions. anoa &vkdInof ft niod appolidab plord
E c =. F".
- , t : _ .-w . } •tet t e -
UV p'_a.•ance 4.71.1 D.4355 'K A3
Gannon T
A kJ ' Mal 6l 7-4751
41S diTC.4t(,d 111 01C CTtigill=r OT al. 411¢11VII C }1 411c Si K:
rL,5l rvJt- t {TIA D 4491 al- .set.-;' 200
dr<ruin. y. mAilticnt wYgrdol ck4 Tf,c i5
BEEBM NOTM
SEEDING DATE$
sMountains
PLAN11' SELEMM
- May
. tF: J' %' 74h'RY)f'tt7Fs"Y1r£7k [tic.
inauld bommo s point Simmudoilraus may ba, roplamd YM 6
�r�'.'.l it31`L3Ib'f I1 �itick� 1"(`Jtif7[1 hfj l 71%'FIfc7..<�`�?
z 4't[uro,Yllff-t#,ti-sYr;Mi`F Fera 804-.' -. 39
3.0 C ous('ruction Srquenre
ri4rii.Yn frrtrirv>'au}�ta:;�F.ccnr
see DAT
MESSES, PREF
3.1 �C77C77(1
2-o Iutesiills
SOIL AMENDMENTS
linallatt metalling In fllbapporod pan.
eulcl plaice the &Ick. ill tare oueninc Itald tinurn�iisrittrlc.
r�
sib inches of tha sack outside tide friend. Ttbis is
„:1 SilfwltcW
the urea ul (ha l iGa straps. Pelal<kc:e Qte I e iss ruler
ovabbb. tabu adwaWoolod as o" A rgtd. Applionfieli fated waII l hot
IN; .eiGk in g12u i..
7 1 T �. 1 f ni � l lh'
�.. 7 1 sl'k h, li t. rrl n ( Lu 1 n7 1 5..,4 i
1 C 5 i 5 1 li 1C Ta.4 P
In _
{l'ji lnnr ,d lVoWn pt114pTi1ly4=l ira faL (}tLXtll (, 111d
,3,1,2 Alfi;;.r1 ilio rosimiul cord is nolt7s1„ Y �'i41 x%14. ;riil S,t[1•_ Is
SCaynbl a dloubir: A cudlc li achi}4., ({sing a Irigh
fill,: mrd 0iolittJ bZ cmplwd..
rl
byaalmplingwith utnukdtanchoring Ind. itdlnkY&6 i
11.3 Siltssack will be grcmnfastu led to fit the opening of the
k.
- -i.
nbnrpratpLnccthroughtheliftrncleo scmCactiside�f
basinccatch or CtIfTp inlet. Siltsack will liine the
lI1CS8c1• (r) Ci4llltdl4 ltiC lllilill; (}1 ;yfltSiivl:.
1k111©rvin, feitulds: two dttltip straps attached at the
Railortifive the li lowhuit ,mil Will 60 Maine rditMon. Raped as
bottollr to facilitate the eniptyirL of Siltsack, Siltsack
Wowth requitant. May, be matitsid aady once a year. Maine a notat
................
4<
to be used to lift 5iltsack from the, basin: Siltsack shidl
(
Lm e a restr nd cord appr(t_xiinauky lutl(ti\ tip the sack
1t,CatltlfGlCd It}itiC.t)itliCtfYi t}i�1li a.�ttj ti Cld hti lh.S ti lir
LLi liL'L 1114`•.ItlC5i144 tylTtarn (114 CciLC1A 1i7.]Itt lxalls, illis
p
I.ItI tiltsnck 1"rom diC. bolic'm and empl}' 111c contends,
x'c;lloll Cord IS tilso It vnin {l niCatL of LiCt7:alit gb rt'iIcIt
Cdcnnoulaudrinz. RcaJnn iitsticktrrfi eiiglrc}isltipe
l'1.;. s;iuk h1141nI,,t. bC t:ipplk4`K3. ()iit c tbc, c4)rd is co,,ci c(I
e[1ci,plE§CU hdc'>S'ttlli}C bot<tri,
0
slftsaF1 "" spe0 ir. i loo
or 8111'$AbK' High Fides
Control of Sediment Eat4e€'tnq Catch Basins
properly Test Mathod Units Test Results
IStormwater10anagemeritt
Gtab ASTM -1-4n2 It:.. 2;Ex275
Grab E tete ' c ASs f,1 J4,13:"'. k 23x15
Ito Description
Furrt a ASTM 0-493-1 It&: 1?1
ponno no" aftlift such anival Inaadannor dmtto a n" ado^bole
P.`ta::^,a?ss. ..... .1 2n
auditions. anoa &vkdInof ft niod appolidab plord
-rilui i T7 or j STMt0 4933 Its: 3 s3
1.1 This Work shrill ¢4olasist of Tnniislui%„ illstallini. Ituiixo-
UV p'_a.•ance 4.71.1 D.4355 'K A3
u1I}lik, and IC' not inn Sil lstwk M4L11nicui Colltiol dtAicc
A kJ ' Mal 6l 7-4751
41S diTC.4t(,d 111 01C CTtigill=r OT al. 411¢11VII C }1 411c Si K:
rL,5l rvJt- t {TIA D 4491 al- .set.-;' 200
dr<ruin. y. mAilticnt wYgrdol ck4 Tf,c i5
BEEBM NOTM
ninnufadw cd by,
1. Where a rival oppeartionals to notation, orrift ounces.
PLAN11' SELEMM
+Ji pru,._tresv_P„err .,.m..,..r�,ac �at7n;d, Irrfm:V",�
. tF: J' %' 74h'RY)f'tt7Fs"Y1r£7k [tic.
inauld bommo s point Simmudoilraus may ba, roplamd YM 6
�r�'.'.l it31`L3Ib'f I1 �itick� 1"(`Jtif7[1 hfj l 71%'FIfc7..<�`�?
z 4't[uro,Yllff-t#,ti-sYr;Mi`F Fera 804-.' -. 39
3.0 C ous('ruction Srquenre
ri4rii.Yn frrtrirv>'au}�ta:;�F.ccnr
see DAT
MESSES, PREF
3.1 �C77C77(1
2-o Iutesiills
3.1.1 To install Sihsack in the catch basin, rerrro he grate
linallatt metalling In fllbapporod pan.
eulcl plaice the &Ick. ill tare oueninc Itald tinurn�iisrittrlc.
r�
sib inches of tha sack outside tide friend. Ttbis is
„:1 SilfwltcW
the urea ul (ha l iGa straps. Pelal<kc:e Qte I e iss ruler
ovabbb. tabu adwaWoolod as o" A rgtd. Applionfieli fated waII l hot
IN; .eiGk in g12u i..
7 1 T �. 1 f ni � l lh'
�.. 7 1 sl'k h, li t. rrl n ( Lu 1 n7 1 5..,4 i
1 C 5 i 5 1 li 1C Ta.4 P
MULCH
{l'ji lnnr ,d lVoWn pt114pTi1ly4=l ira faL (}tLXtll (, 111d
,3,1,2 Alfi;;.r1 ilio rosimiul cord is nolt7s1„ Y �'i41 x%14. ;riil S,t[1•_ Is
SCaynbl a dloubir: A cudlc li achi}4., ({sing a Irigh
fill,: mrd 0iolittJ bZ cmplwd..
Sh cllglli Winn i hlti2ldt.
byaalmplingwith utnukdtanchoring Ind. itdlnkY&6 i
11.3 Siltssack will be grcmnfastu led to fit the opening of the
3.1,3 To TCllwv; SiltsewL, takc. two pi(ci, 4 iii' I" diwTkQtcT
G RD.12D01hlasrad 1410.10 fasrequitabM
nbnrpratpLnccthroughtheliftrncleo scmCactiside�f
basinccatch or CtIfTp inlet. Siltsack will liine the
lI1CS8c1• (r) Ci4llltdl4 ltiC lllilill; (}1 ;yfltSiivl:.
1k111©rvin, feitulds: two dttltip straps attached at the
Railortifive the li lowhuit ,mil Will 60 Maine rditMon. Raped as
bottollr to facilitate the eniptyirL of Siltsack, Siltsack
Wowth requitant. May, be matitsid aady once a year. Maine a notat
4 �_
s1><rll lra� e liitirig fon as all irate = al ' elrt of #Ire , stekta
p `� p
MA 116 Clrla3h 4rlLSaCi:; 171nCC tiitlk t5 fl 9C al}c 4. t3 rllCt31S 1,.'1x1 be
to be used to lift 5iltsack from the, basin: Siltsack shidl
uslcyC� Place (ltC 1i}aT ihr4la la Ih.161 sirrips
Lm e a restr nd cord appr(t_xiinauky lutl(ti\ tip the sack
1t,CatltlfGlCd It}itiC.t)itliCtfYi t}i�1li a.�ttj ti Cld hti lh.S ti lir
LLi liL'L 1114`•.ItlC5i144 tylTtarn (114 CciLC1A 1i7.]Itt lxalls, illis
p
I.ItI tiltsnck 1"rom diC. bolic'm and empl}' 111c contends,
x'c;lloll Cord IS tilso It vnin {l niCatL of LiCt7:alit gb rt'iIcIt
Cdcnnoulaudrinz. RcaJnn iitsticktrrfi eiiglrc}isltipe
l'1.;. s;iuk h1141nI,,t. bC t:ipplk4`K3. ()iit c tbc, c4)rd is co,,ci c(I
e[1ci,plE§CU hdc'>S'ttlli}C bot<tri,
iM'Ith t4:d 77TY4?11I, 1.,.71t`.-.'..{.y^1C g1Y(jl}i(1 x0.1 Grllptlf:C)('7C;i 17(:(1. iltid
'
pia wd13Atk iillU tN� b isiii,
3,3 .5 Ciltmck is itinsaltte. One the constnicuon cycle is
Thin van olin appallidob muldr sill holp isialuto aft hilhmaintunder inumall
complete renlav e Sitsack froilr Tile b'nsm rad dean.
Propesack Regular Flow
: iltsarck should be stored out of sunlight rind# next rise.
r, y Test Method 11111x5 Tea t'.OSalts
Fr6lratT
-
Sericau kapediera so b/scre
C'm T tuk, ASTM D 462 Sb<_. 255
4.0 Basis of Pavinent
Gro F.Inriaaifnn ASTM D.1,532 '3i I:;
-
fsir,;uYe ASTM 0.4P?3 %ta.. 143.
4.1 j.. yinol t far 111$lltsacks used dtt frig arirsuuctton is
'Mullen 3k:rs[. r;STMD373c Q.S.I. A>'
to be included iii$ lie bid price for the ovet<1il erosion and
Trym,, id A&Tf:! D 83 ;!:& 1212 125
5Ldl1u2t l c4itrira}J ill.ui unless ittul prtG:e is regnested,
i:V: rc Isivm:_chr �., ASTM Dt°.,55.,� E
tt#niauci once of 5 itsaek also to bcilrGla 1x.13 in l rte
t1.CS SING 7 4 JS $i.',a y.
price.
ha Rae 1,71-h! P lQ-.. ldknrP" SIi
Kolw told ittlecriL
err ,;iy +,.,TM• D 4W, 'a_ c za
NGRBE PLANTS
S,uppleammtal lulastion can bovoty holdul in leasing adequate winds In diyameorae
'Sittsack is covered by U.S Palal-/t iii[. 5, yi 5,925
e
I. x
F. �<„elw.r:. aud'rat�nticta8.n
� 3
we_,~ -
sfoMy n'T u'.P.:iIIlSn:tt Nfp LIZ,
Inst, h.[r
a
Rba r , es."I iY,iai't.s rr;4;'ready fa
�Iearlous.
Slide ot'h 81W lvar owwr[p sidW t plew.
Tr-,romue Sik
;l•as and
pockE?ts.
si
J
/
To dedl, ltlaa'thtoud lfi
s=rc�y ages accott�m sed lillic<iympty.
MR VMUDRAPM 0Y UMM = SKY OANDS:
NKMNAMEPURPM
To oil= tonalon and doconnuo stidlisoldyl ttem disturbed asem, and b
11111=111011;
ponno no" aftlift such anival Inaadannor dmtto a n" ado^bole
PwmaWmBohkpm-Sgbftao
auditions. anoa &vkdInof ft niod appolidab plord
-30bimes
Rirhmmo r -ae 3r 9
Common 101bilsore
Ames is boalatillind ItM pcolvannot vogatudon mud be moded or stn 15
G n ndl -10 0
miliftdayaort ciflonitardayssitertlnalgmiloInmniled. inklubaw poind In
abt»fin:
BEEBM NOTM
'AW,1'.�fff?'(IrefltP,Qft:3irtif.`i
1. Where a rival oppeartionals to notation, orrift ounces.
PLAN11' SELEMM
2. Lim common BwfiWogmn gate Waited slow whore d
Sooltalilo at right Um audW mod terpominnerd a W,till
inauld bommo s point Simmudoilraus may ba, roplamd YM 6
Cadawd to lnqwxW bV dao 160 Usmilen temp Impiatiormot Association.
LANNI duarAmitifell a rod Y inluled by rani.
see DAT
MESSES, PREF
Apr d - July id
haniall ® ay andlimilial orpalanaovrtm0 landbla bake waft.and conipab
linallatt metalling In fllbapporod pan.
iCLAMMWMTO
r�
Apply lims and loultror swordhilg to evil testa, or apply 30M Ibiza
Llao and o stood be diabluland by adl SOL Wan oat lmb ate am
pround agriltivillival lite 10-10-10 fieflitim
ovabbb. tabu adwaWoolod as o" A rgtd. Applionfieli fated waII l hot
thotblandng Nolo :
MULCH
E auiKladiLuLtu tllrlor�us
Applt!+I011IOWaves grain ahmoraqutralandc stenciller
Lig , ayaarly add 1-1 i5bank=
afflable muloh. Anchor by UMng YM sophiK ronAni; or orating or
I#stry dnaod.chyalrmh:24 braboin
byaalmplingwith utnukdtanchoring Ind. itdlnkY&6 i
-Fbitibm
nearly Wfttd con be used as a mulch anchoring tool.
G RD.12D01hlasrad 1410.10 fasrequitabM
affivelialturna mkmr X1200 Illieso 51010.
MAKrENANCE
Railortifive the li lowhuit ,mil Will 60 Maine rditMon. Raped as
Ap* ft* ballear amnlp aid knorpoode kft dto lel 44 Who of of by
Wowth requitant. May, be matitsid aady once a year. Maine a notat
dialling orailm labble mope Dievida numh bmv on dei o"bur. Wim aft a
appearance Y dialled, amrnit sedoes arta mow as often as needed.
hydnantidec mppty Ira aoil tmdlsorio a rah, era suds=
REFERENCE - NO Eat and Saidloolat Control PlarinkS tend
Itimlib sand bed livitiandlionbybookingupls cb&and roking Into a mwxM,
Devillolliftimal.T"illit
unlnrenauammf I tMff &I PO In Or INY01 dqgCMkm Cdbd
wdm Ensadffiffi aound Into a tlroola4a boomed seedbed Viet has inill boun veaiod by
VIELLto POORLY DRAMIRD MLI w1tlr 1) HOMM
IIIINFIENANCE
rmWaL
MULCH
Thin van olin appallidob muldr sill holp isialuto aft hilhmaintunder inumall
Tel POMW -a0 bum
CMWkbgMandIn CXMMftl10 INWAIIIII Sr undrxhamhaltediWMMimatteMhdb
fismanwin Sahkan -601hi
ftodldnrra hriaMa
-
Sericau kapediera so b/scre
1Lran >&:1
I -101
laral ord
adalalaha % sky, or blgb to clayorsand)
G M.
-moss mooking coreoutraw wabriber
1. EPom SePL 1- Mar.1. ust unsicalfied entities seed.
2. On poorly drahad allies admitsolnumn Kobe to 80
Itthoanal to bo maWM is aubiloct toamrcordarlod vAftrftw. a a Inchannatzanchor
blacm
mulch h naft.
3. Vdiare a read appoontinva an deviled, omit marbom and Inotisaw
Kolw told ittlecriL
GAIM
Makdo ey boa mild to good wad goin la ndim and aoaxiling ovabiahmatt.
NGRBE PLANTS
S,uppleammtal lulastion can bovoty holdul in leasing adequate winds In diyameorae
Stalwart Atir.15 acrd Aug 15. add 10161auara Gomm m1W or 15
orb Spendd Motfuldtnw. Wintaratiobilibin isbantualboomaluffir
el Prerfo[ I craWAug. 15, odd 25 bhoore
onaa4 dtsllaviord aa4d.boom
rpfgr9o-
hamdatltlaaur�aa I
SIMMS SATIM
MAINTENANCE
-Feb. 16 -Attu. 20 0xiaQ Feb. 16- Apr. 30f Irley
Gasuallill Alliedot voliplatho mnrealhi dobmMW telin IbI+ oubliftibel molag
Pal- SspL 1- a2pL 80 j Sept 1- OCL 21(bm}
cmgaban bow malaWbefavetolyatrPont planning. In tmadodamanbir
fabin as d mase ...: ty mpahaand manad lapallhin to same aiaar»r, It
ML AMENDMENTS
pmdbh
Apldlf I ms and forlborecoleding.. to all tents. or 9" 3000-OOM
blonvin ground soWturall 1' am (use the loweir onto an sandy
%mitaidlog standhaelnsdoquatoowxdaidat cholai dfp4ia1raidelilloand
lsj and 1000 Ideas 10.10''10 fordbisr.
quentinaddfreeload tedba. libcdablahtloalandadwisuidbodp mftor
ovapinind ft doial. Ossallorieleding balpeary, astaidapaidoa IPthadmosd ywrls
MULCH
n4tapproplubp rttlntasad
Apply4WD loilmns giolnnow Aprsquhrallinta ofentilinar
Utho vattalaft flalbiliagrme lima OW[tom b dallounkle l NMI or nublent
sulWin mulch. AnOw by tocklop with selihalt, rpufog or nOM or
Imbaloaas l In wationallith
by wimplIM With at mulch aIdWrill to d, A. disk VA baa oat
vanity lght con be used as a mulct ancharing too,
Porifilvollion-Do flatitpl=ldliaidsatin odoliblismatoitualy oaqviner
fdmBmgm InInO abound tponlig awleat. Feotait notation anausl inalosaamm
MANDIINANCE
fofflkmft. Lho witmb P pliable or 116firsithogarNaglum for Unit special
dgrowth is bm then hely odWift, reftliftia In ft ascend pot,
leg antrion
lizzoiding, to h SM lbftm 10-10.10 brOur.
Mm a mesdad Men staloss to arailled 41MM ft MM",tionalaid,
RETE - NeEsiolon and a Irraml Gividad Pmnft and Dafto Manual-
f rtillim and mulchda a tar mal
poakD &11
REFERENCE • NG Ermft and Sediment cordiml Ila
Dedgnkbmr],TsifttLlip
e
I. x
F. �<„elw.r:. aud'rat�nticta8.n
� 3
we_,~ -
sfoMy n'T u'.P.:iIIlSn:tt Nfp LIZ,
Inst, h.[r
a
Rba r , es."I iY,iai't.s rr;4;'ready fa
�Iearlous.
Slide ot'h 81W lvar owwr[p sidW t plew.
Tr-,romue Sik
;l•as and
pockE?ts.
si
J
/
To dedl, ltlaa'thtoud lfi
s=rc�y ages accott�m sed lillic<iympty.
DESIGN CRITERIA
1. Aggregate Size - Use 2-3 inch washed stone.
2. Dimension of Gravel Pad
Thickness: 6 in. minimum
Width: 25' min. (streets) ; 12' min. (lots)
Length: 517' min. (streets) ; 25' min. (lots)
3. Location: Locate entrance to limits sediment from leaving the
site and to provide for maximum utility by all construction
vehicles. Avoid steep grades and entrances at curves on public
roads.
4. Washing: If conditions at the site are such that most of the
mud and sediment are not removed by vehicles traveling over
the gravel, the tires should be washed. Washing should occur at
an area stabilized with crushed stone that drains into a sediment
trap or other suitable disposal area. A wash rack may also be
used to make washing more convenient and effective.
m
TYPICAL " VERTICAL L CEJ
N.V%
CONSTRUCTION SPECIFICATIONS
1. Clear the entrance area of all vegetation, roots; and other objectionable material
and properly grade it.
2. Place the gravel to the specific grade and dimensions shown on the plan and
smooth it.
3. Provide drainage to carry water to a sediment trap or other suitable surface.
4. Use geastextile fabrics because they improve' stability of the foundation in locations
subject to seepage or high water table.
MAINTENANCE
Maintain the ravel ad in a condition to prevent mud or sediment from leaving the
9 p p 9
construction site. This may require periodic topdressing with 2 -inch stone. After each
rainfall, inspect any structure used to trap sediment and clean as necessary.
Immediately remove all objectionable materials, spilled, washed or tracked onto
public roadways.
It is recommended that the gravel pad be inspected an adaily basisand repaired
as necessary -
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
(net to scale)
REFERENCE: NC Erosion and Sediment Control Planning and Design Manual -Practice 6-06
Ell
t
CW A Mash
6A
"'_ *' K�t1I v 1• ]� i "'E'
t
&
rr
ACF Environmental
mental
"Complete Source for StannilvaterSolutions49
2a31 .irci. 7.„ac
Rirhmmo r -ae 3r 9
R�
ti
,
'AW,1'.�fff?'(IrefltP,Qft:3irtif.`i
t
DESIGN CRITERIA
1. Aggregate Size - Use 2-3 inch washed stone.
2. Dimension of Gravel Pad
Thickness: 6 in. minimum
Width: 25' min. (streets) ; 12' min. (lots)
Length: 517' min. (streets) ; 25' min. (lots)
3. Location: Locate entrance to limits sediment from leaving the
site and to provide for maximum utility by all construction
vehicles. Avoid steep grades and entrances at curves on public
roads.
4. Washing: If conditions at the site are such that most of the
mud and sediment are not removed by vehicles traveling over
the gravel, the tires should be washed. Washing should occur at
an area stabilized with crushed stone that drains into a sediment
trap or other suitable disposal area. A wash rack may also be
used to make washing more convenient and effective.
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TYPICAL " VERTICAL L CEJ
N.V%
CONSTRUCTION SPECIFICATIONS
1. Clear the entrance area of all vegetation, roots; and other objectionable material
and properly grade it.
2. Place the gravel to the specific grade and dimensions shown on the plan and
smooth it.
3. Provide drainage to carry water to a sediment trap or other suitable surface.
4. Use geastextile fabrics because they improve' stability of the foundation in locations
subject to seepage or high water table.
MAINTENANCE
Maintain the ravel ad in a condition to prevent mud or sediment from leaving the
9 p p 9
construction site. This may require periodic topdressing with 2 -inch stone. After each
rainfall, inspect any structure used to trap sediment and clean as necessary.
Immediately remove all objectionable materials, spilled, washed or tracked onto
public roadways.
It is recommended that the gravel pad be inspected an adaily basisand repaired
as necessary -
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
(net to scale)
REFERENCE: NC Erosion and Sediment Control Planning and Design Manual -Practice 6-06
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SITE NOTES:
'This drawing is the property of CARDINAL LANDSCAPING,am
may not be used and or copied whether the work for which it was made
be executed or not except by written agreement with CARDINAL
LANDSCAPING,
1) Mulch areas around the outside of building are to receive 3" in depth
pine straw with weed fabric.
2)Courtyard areas are to receive 3" in depth chocolate mulch.
3)AIl sod and seed areas will receive soil amendments based on
recommendations stated in soil analysis.
4) All mulch beds must have a defined bed edge cut 4"-5" min.
5) all mulch beds must have weed fabric installed under mulch.
6) All canopy and under story trees to be staked and stabilized using
2"x2"x2' wooden stakes and guy wire with rubber hose protecting the
juvenile bark from being damage by the guy wire.
1) Note all plant in the memory care courtyard must be non-toxic. If pla-r
are not considered non-toxic please consult with designer for a
alternative.
8) Anv issues with obtaining the plants specified on plan due to lack
quanity or sizing issues recommendations must sent tothe landscape
designer for approval.
LA VV
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SYMBOL
QUANTITY
KEY
SCIENTIFIC NAME
COMMON NAMT,
NOTES
3
14
QA
Qu.creus acutissima
!
Sawtooth Oaf
2" CAL B&B
Magnolia stellatta
15
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Prunus serr€rlata'Sno pose'
Snowgoose Flowering Cherry
1.5" CAL B&B
Came i,>
65
OF
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12
Rosnsarinus officinalis
Rosemaiy
5 GAL
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Cynodon. dactylon
Bermuda Grass
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Myrica cerifera
3 My
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3 it I`'r'IIN
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SOD
Cynodon dactylon
Bermuda Grass
3 GAL
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6505 sy
SEED
Cynodon dactylor
Bermuda seed
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SYMBOL
QUANTITY
SCIFNTIFIC NAME
COMMON NAME
NOTES
3
Cynodon dactylon
Bermuda Grass
2" CAL B&B
a
2
Magnolia stellatta
Star T'u'lagnona
1.5" CAL B&B
I
2
Camelia japonica
Came i,>
7 GAL
1`
76
Rhododendron `Roi PPAF
Azalea
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Gardenia ,lasminiodes
'1{rost t roof Gardenia
7 GAL
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12
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Rosemaiy
5 GAL
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10,010 si
Cynodon. dactylon
Bermuda Grass
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12
Lavendula augustifolia'Munstead'
i-iardy-English Lavender
5 GAL
a 4 y9.49ll f40l1 tfie £
20
Nandina domestica'Murasaki' PP21391
'Flirt' Nadina
3 GAL
F
450 sf
Cynodon dactylon
Bermuda Grass
PLANT SCHEDULE
SYMBOL.
QUANTI''Y
SCIENT'II'IC NAME
COMMON NAME
� NOTES
3
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Bermuda Grass
2" CAL B&B
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2
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Star Magnolia
1.5" CAL B&B
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3
Camelia japonica
Camelia
7 GAL
1`
76
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Azalea
I; 7 GAL
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'Frost Proof Gardrrr�ia
7 GAL
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19
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Itosernary
r 5 GAL
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10,010 si
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SITE NOTE&
ACRE SITE
3)TAX PIN- 9494-96-i873
4) ZONED- RR
5)SITE ADDRESS: 7051 ROCKFIS!H ROAD
6)SPECI: USE PERMIT- P'17 -01-C
DEVELOPER -
CUMBERLAND AL INVESTORS, LLC
A
423 PHEASANT'RIDGE RO D
ROANOKE, VA 240:14
PROPOSED PROJECT;
-ASSITED LIVING FACILITY WITH MEMORY CARE
100 BEDS -
56 BEDS IN 56 PRIVATE UNITS
44 BEDS IN 32 UNITS
80 EMPLOYEES -
APPROX. 30 EMPLOYEES ON M -F DAY SHIFT
APPROX. 20 EMPLOYEES ON NIGHT AND WEEKEND SHI
-PARKING
REQ CARE - 55 SPACES
PROPOE D-58SPACES
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